Construction of Fakiragram ( Jogdoi) Electric Lift Irrigation Scheme under SOPD ( G ) for the year 2022-23

Amount

CIVIL PART

Construction of Pump House Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal ofexcavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in?charge.All kinds of soil

soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.Flat brick soling

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor etc., up to floor five level, excluding the cost of centering,shuttering and finishing: 1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA))

Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in :Cement mortar 1:4 (1 cement : 4 coarse sand)

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers footing, bases of columns, pile cap, raft and mass concrete works etc.

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers footing, bases of columns, pile cap, raft and mass concrete works etc.

Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in :Cement mortar 1:4 (1 cement : 4 coarse sand)

River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc, complete as directed as specified.

62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’sspecifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Sal wood

Sal wood work including supplying fitting and fixing complete with necessary MS nuts bolts, screws etc. and coaltaring 2 coats with best tar applied hot (rate is inclusive of required quantity of the tar). Undressed in floor planks collars, bracing standard wheel guard struts and railing, tracking planks (alternate railing to be done with checking in stage and wing), runner belts, rail post.With 1st class timber

Azar / Nahar / Nageswar / Zarul / Cham / Sundi / Gumi woodwork including supplying, fitting and fixing complete with necessary nut-bolts, nails, screws etc. and coaltaring 2 coats with coal tar applied hot as directed. (Rate is inclusive of required quantity of the tar).

Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) :

Providing and fixing 35 mm thick factory made laminated veneer lumberdoor shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer- in-charge and panelling with panels of : (Note:- Butt hinges and necessary screws shall be paid separately) 12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle boardFPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 :

Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.

Providing, fitting and fixing M.S. grill of required pattern for windows/ clerestory windows/ opening with M.S. flats at required spacing in frame all round, squre or round M.S. bars with round headed bolts and nuts or screws.Aluminium Grill as per IS 1868 .Fixed to brickwork / P.C.C. / R.C.C.

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)

Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level.

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces),excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/ m² [12.4.1 : 0.80 mm thick with zinc coating not less than 275 gm/m² ]

Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.With ready mixed paint ,wood primer (white).

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. 13.85.1 With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre

Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.Two coats With ready mixed "red-lead / red oxide" primer.

Internal electrification with concealed wiring (L/S)

Construction of Intake reservoir

Earthwork in excavation of foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head lead to a safe distance from the working place & depositing required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation all complete as directed at site (including bailing out stagnant water where necessary). A) All types of soils except soil mixed with gravel and boulder (for normal lead of 30 m & lift of 1.50 m).

C.C. work in prop 1:3:6 in foundation / abutment /piers / wing walls etc. with hard river shringles of size 13mm to 38mm including curing with necessary timber shuttering , scaffolding etc. where necessary complete as directed ( shuttering , scaffolding cost will be paid separately )

Supplying , fitting, fixing and laying of M.S. rod/Tor steel of all sizes in position as per design and drawing as required including cutting cranking and making hooks with necessary lappages and lying with wire (black) complete as directed including cost of all materials. b) Tor Steel of all sizes

R.C.C. works in slab, abutment cap , and above abutment , pier cap, pedestal , dirt wall etc. in proportion 1:2:4 with hard river shringles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering , scaffolding etc. where necessary complete as directed ( shuttering , scaffolding cost will be paid separately )

C.C. work in prop 1:3:6 with aggregate of size 13 mm to 38 mm free from dust dirt and other foreign materials, including rodding/vibrating, bailing out of water where necessary and curing with supplying of all materials complete as directed. (Temporary arrangement for obtaining clean water should be made at site)(machine mixed) B. With shuttering and without dewatering.

12 mm thick cement plastering including clearing the surface and curing etc. complete as directed. (Prop 1:3)

Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works as directed complete.( Measurement to be taken on the surface area timbered )

Earth work in back filling of structure with earth obtaining from out side borrow pits filling in 15 cm layers , ramming, dressing, watering including paying compensation of land if any (with lead up to 3 m & lift 1.5 m ).

Construction of Main Canal

Earthwork in all soils in canal embankment & bed filling as per designed section and grade by cart carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private, if any loading, unloading and stacking at not more than 1.00 M height and spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia & uprooting roots & stumps etc. from the seat of embankment, breaking clods to not more than 10 mm cube, ramming, dressing, roughening the seat of embankment, profiling etc. with all lead and lift complete as directed.

Earthwork arthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers notexceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mmcube, ramming, watering, dressing and roughening theseat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete asdirected.

Brick Linning works to the canal. Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers,dressing, watering, breaking clods to not more than 10 mmcube with compensation, complete as directed at site.(Including bailing out stagnant rain water where necessary)A) All types of soil except soil mixed with gravel and boulder (For normal lead of 30 m and lift of 1.50 m)

Labour for preparation of subgrade of lined canal section as per design drawing and grade by ramming and rolled to level and according to the required cross section of the typical lined canal including cutting, filling the existing canal section where necessary compacting the earth in layers in not more than 15 cm thick to form a firm compacted bed & side for lining including watering to obtain required moisture content where necessary etc,complete as directed. i) In Ordinary soil.

Collection of hard river gravel of size 13 mm to 38 mm free from dust and dirt from quarry including loading and unloading etc, complete as directed.

Carriage of gravels, metal screening, stacking in measurable stacks at site, complete as directed. ( Av Distance = 25 km )

Labour charge for spreading of hard river gravel orbroken stone of size 13 mm to 38 mm to the required thickness including dressing and ramming the seat before laying the materials as directed with a lead upto 30 M and lift upto 1.5 M, complete as directed.

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supplying fitting fixing including laying reinforcment bar in position in R.C.C work including cutting bending cracking with two piles 90mm ennealed wire hooking tying complete as directed.

Centering and shuttering including proping etc. Where necessary and removal of forms after completion of C.C and R.C.C works complete as directed. (Measurement to be taken on the face area timbered).

RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design includingnecessary curing, dewatering etc. with necessary timber shuttering,scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).i) With Hard River Shringles size 6 mm to 20 mm

Brick work in cement mortar with 1st class brick including racking our joints and dewatering if necessary , and curing complete as directed in sub-structure upto plinth level .( Prop 1 : 4 ) i) With Hard River Shringles size 6 mm to 20 mm

12mm thick cement Plastering including clearing the surface &curing etc. Complete as directed.(Prop.1:3)

Earth work in back filling of structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed.

Bank protection works

Earthwork in excavation in foundation trenches in all soils including gravel and boulders of various size etc. depressing the sub soil water table upto a depth of 4 M including providing earth filled empty cement bags and pallasiding as required to prevent sliding of slopes and filling the sides of the structures after completion of works with ramming, compacting, dressing complete as directed and removing the surplus spoils to a safe place as directed including all lead and lift.

Construction of 1.50 M x 1.00 M rectangular boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 KM encased in 15 cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with stone not exceeding 18 cm in size tied with 8G galvanized tying wire at 30 cm apart, laid in position as directed including necessary local carriage ofmaterials, paying necessary forestroyalty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc, all complete as directed.( D ) With river Boulder

Collection of one man size 25 cm to 30 cm hard river boulder including stacking in measurable stacks of not more than 1.00 M height at quarry site and making payment of forest royalty etc, complete as directed.(Distance from quarry to work site = 50.00 K.M.)

Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope, pitching etc. with local carriage of boulders from a distance of 60 M with lift upto 3 M, complete as directed.

Boundary Fencing at intake point

Supplying , fitting and fixing barbed wire fencing with seven strands of barbed wire 12 S.W.G.x 2pliesx 4 points at 75mm apart including supplying fitting and fixing sawn sal wood posts of 100mmx100mm size struts 1800mm long at 1500mm apart driven at least 600mm under ground with providing 100mmx75mm size struts 1800mm long in corner, straining and end post as necessary including coaltaring two coats in posts and struts and supplying necessary nails, staples etc.complete as directed and specified (the distribution of the barbed wire should be placed at equal intervals for the intermediate except bottom and top which is to be placed at 100mm and 230mm clearance respectively).At Pump House campus of Jogdoi ELIS

Mechanical Part (Pump, Motor, Pipe & Accessories etc..)

Supply and Installation of 4- Nos. of 20 HP New Pump Sets with Electric Wiring along with Supply, Fixing and Laying of Suction and Delivery Pipe Line, fabrication of Starter Stand and necessary Earthing. Supply Items Centrifugal pump set with 60/70 LPS minimum discharge at 10.35 Mtrs Head, working efficienctly at head range (7.62-13.71) Mtrs coupled with 20 HP induction motor. Pump, Motor, Starter should be of reputed brand and as per IS specification. Also includes best quality MS frame and coupling of required size and shape.

Fabricated heavy duty G.I. Bend confirming to IS– 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 90°

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 0.30 Mtr. Long

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 0.60 Mtr. Long

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 0.90 Mtr. Long

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 1.2 Mtr. Long

Heavy Duty CI Foot Valve, Flange type, the holes of the flange should be drilled as per BSS No. 10, Part-1, Table-D. The materials of construction and all components of the Foot Valve should be strictly conform to IS : 10805-1986 and having marked with manufacture name and trade mark of 150 mm dia.

CIDF Sluice Valve of 125 mm dia, Make : Kirloskar/ Upadyaya/Zolato/Venus & Eqv.

CIDF Reflex Valve of 125 mm dia, Make : Kirloskar/ Upadyaya/Zolato/Venus & Eqv.

Fabricated M.S.D.F. Pipe, 5mm thich with 19mm dia 12 nos. hole in the flange of thickness 10mm, for different size :- 125mm dia x 0.30 Mtr. long

Fabricated M.S.D.F. Pipe, 5mm thich with 19mm dia 12 nos. hole in the flange of thickness 10mm, for different size :- 125mm dia x 0.60 Mtr. long

Fabricated M.S.D.F. Pipe, 5mm thich with 19mm dia 12 nos. hole in the flange of thickness 10mm, for different size :- 125mm dia x 1.20 Mtr. long

Fabricated M.S.D.F. Pipe, 5mm thich with 19mm dia 12 nos. hole in the flange of thickness 10mm, for different size :- 125mm dia x 1.50 Mtr. long

Fabricated heavy duty G.I. Bend confirming to IS– 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 125mm dia x 90º

Fabricated MSDF Tapper with both ends M.S. flanged having drilled as per BSS No. 10, Part-1, Table-D, 150mm dia x 125mm dia x 0.3 Mtr Long

Heavy Duty G.I. Pipe, Tata/NTL, 150 mm Ø

Flexible Rubber Hose Pipe with MS built in type flange 125mm nominal dia x 7.5 Mtr in Length

High Density Polyethelene (HDPE) water delivery pipes with pressure nominal 6 to 10 bar (PN6 to PN 10) & manufactured with materials grade conforming to PE 80 or PE100 as per IS: 4984 of 1995 with MS flange at both end having drilled as per BSS No. 10, Part-1, Table-D, 315mm OD x 6 Mtrs. long

Copper Conductor Armoured Cable of 16sq mm x 3 core

Copper Conductor Un Armoured Cable of 6 sq mm x 3 core

Job Items Installat+C90+C91:C93+C91:C94+C91:G101+C91:G100+C91:F99+C91:C98+C90+C91:C93+C91:F99

Fitting, fixing and laying of G.I. Pipes with Accessories: Laying, fitting, fixing and connection of suction pipe line for each pump set with 150mm dia. G.I. pipes of different length, fabricated G.I. pipes with different length, fabricated bends, tapper including foot valve for suction side. Reflex valve, sluice valve for delivery side of each pump set with 125mm dia. G.I. pipes with different length, bends, fabricated G.I. pipes with different length as per drawing. The joints should be with the best quality pipe joining sets of required size comprises of 60mm thick black moulded rubber gasket, necessary nuts, bolts and washer. Every joint should be leak proof and should be completed in all respect from foot valve to the pump flange for suction side and from delivery flange is the water flow through at proper F.S.L for the delivery side. The pipes lines with accessories must be proper painting.

Providing, fitting , fixing and erection of pipe supports for each pipeline at on interval of 3.00 Mtr. (approx) made of M.S. channel (ISMC 75) 1.50 Mtr. height with angle bracing erected on CC block of size 0.45mX0.30mX0.60m below ground.

Starter Stand: Supply & Installation of MS Starter Stand made of MS Angle of size 50mmx50mmx5mm including of providence C.C Block Foundation for installation of starter stand along with the required cement concrete works etc. The work includes painting of the starter stand with 1(one) coat of red oxide metal primer to be followed by 2(Two) coats of anticorrosive smoke grey paint to be applied after air drying of each previous coat.

Installation of Earth Station including supply of Earth continuity conductor materials, erection, connection of Earth Station with G.I pipe of 40mm dia. x 2Mt long with reducing sockets, nuts & bolts etc as per I.E Rule, connecting the motor etc by 8 SWG G.I wire through perforated G.I pipe with 12mm dia. holes all over the body of G.I pipe of standard spacing pointed at bottom end. For earth continuity conductor required of salt, charcoal to be used in the earth station.

Laying and Fixing of Distribution Pipeline from Surge Tank to Distribution Tank (HDPE 315mm OD)

Laying and connection of cables such as Feeder cable, priming motor cable, lighting cable etc. 16sqmm x 3 Core

Laying and connection of cables such as Feeder cable, priming motor cable, lighting cable etc. 6sqmm

Estimate for Supply, Fitting and Fixing of Primming Pumpset with accessories

Supply Items Kirloskar / Crompton Make 1 H.P Electric Driven Centrifugal Mono-Block Pump Set (Suction-50 mm dia. & Suction-40 mm dia.)

D.O.L. Starter, 1.5 H.P, 1.1 kw, Type-3 TW, 4290 – 1 A 69 Relay Range

Copper Wire, 2.5 mm2

M.C.C.B. 16 A

Gun Metal Sluice Valve / Ball valve, 40 mm Ø

Switch Board, 300 mm × 300 mm

Heavy duty G.I. pipe 50 mm Ø, NTL/TATA/Equiv. Make conforming to I.S. specification.

Brass Metal Foot Valve, 50 mm Ø (B/Q)

Heavy duty G.I. pipe 40 mm Ø, NTL/TATA/Equiv. Make conforming to I.S. specification.

G.I. Elbow, 50 mm Ø

G.I. Socket, 50 mm Ø

G.I. Union Socket, 50 mm Ø

G.I. Elbow,40 mm Ø

G.I. Nipple, 40 mm Ø × 75 mm Long

G.I. Socket, 40 mm Ø

G.I. union socket, 40 mm Ø

Teflon Tape

Hole Tight, 500 gm tin

Job Items Installat+B120:B121ion, fitting, fixing of 1.0 HP mono block pump set (excluding cost of pump set), pipes and accessories for priming system at each point of a ELIS. The job consists of supply and fitting of items like Flexible PVC pipe, GI pipe, GI Tee, GI Elbow, GI Nipple, GI Socket Bronze valve, Foot valve, PVC insulated copper conductor etc and labour charges.

Electrical Part (HT Electrical Part, transformer sub station, Erection of new Transformer, Lt Electrical Part)

HT Electrical Part Jungle cutting including cutting of branches of trees and reclining Bamboos along the alignment of the overhead line providing clearance 1.5M either side and above the line as directed. Clearance must be ensured at the time of charging the line. (Irrg. Elect. SOR Sl No. 6.2)

Supplying & Erection of PSC Pole conforming to IS 1678 of Standard Dimension and of following lengths for overhead Electric Lines including digging of Earth Pit (0.75m × 0.5m) to a depth ⅕th of the Pole Length with a PCC Base Plate of size 60 cm × 60 cm × 12 cm at the bottom, refilling as specified with hard ramming as directed. POLE LENGTH 9.75 Metres, Refilling with Hard Soil (Rates for more than 6 poles) (Irrg. Elect. SOR Sl No. 6.3 C. I. (a))

Supplying and erection of GI Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed. (Size: 100mm × 50mm × 6mm × 2200 mm) (Irrg. Elect. SOR Sl No.6.5.2.D)

Supplying and erection of MS Angle Cross Arm on Poles along with Clamps, Nuts & Bolts duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed of Size 50mm × 50mm × 6mm, 2200 mm long. (Irrg. Elect. SOR Sl No.6.5.3.C)

Supplying and Erection of 11 kV Polymeric Pin Insulator 5 kN on T Cross Arm/ Channel along with GI Pin, GI Nuts & Bolts including Drilling of Holes as directed. (Irrg. Elect. SOR Sl No. 6.6.3.B)

Supplying and Erection of 3-φ 11 kV Gang Operated Air Break Switch of following current ratings on existing Channels complete with Operating Pipe and Handle including making of necessary Electrical Connections as directed. 400 Amps (Irrg. Elect. SOR Sl No. 7.2.B)

SUPPLY AND ERECTION OF AERIAL BUNCHED AND H.T. CABLE: Supply and Erection of 3 × 70 Sqmm(P) + 1 × 50 Sqmm(M) 11 kV Grade Aero Bunched Cable with 3(three) Power core, Stranded compacted, Circular Aluminium Conductor screened with black extruded semi conducting compound natural colour XLPE insulated core screened with black extruded semi conducting compound and one layer of copper tape and covered with black extruded PVC and one Bare messenger wire shall be stranded non-compacted circular aluminium alloy conductor. the cable should conform to IS:8130-1984, IS:398(Part-IV) 1994, IS:7098(Part-II) 2011 & IS:5831-1984 with up to date amendments. The job includes necessary Cable Joint, End Terminations, Anchor Clamp, Supension Clamps, Eye Hooks etc as directed by department. (Irrg. Elect. SOR Sl No. 10. A. c)

Supplying and Erection of 11 kV HT Stay Set comprising of 19mm dia × 1.8 m Stay Rod, Anchor Plate, Bow, Thimble etc. including supply and erection of 7/10 SWG G I Stay Wire and 11kV Guy Insulator complete including digging of Earth Pit of size (0.9m × 0.9m) to a depth of 1.4 Metre, placing the Stay Rod with Plate, fixing thimble, bow etc. with Boulder packing (size 150mm to 200mm) and hard ramming to fill up half the pit and filling withhard soil packing upto the Ground Level as directed (Irrg. Elect. SOR Sl No. 6.5.7.A)

TESTING & COMMISSIONING OF HT LINE Testing and commissioning of the 11kV line including making payment for necessary Inspection Fee and obtaining charging approval from competent authority (Electrical Inspectorate) as directed. (Irrg. Elect. SOR Sl No. 7.15)

Transformer Sub Station Supplying & Erection of PSC Pole conforming to IS 1678 of Standard Dimension and of following lengths for overhead Electric Lines including digging of Earth Pit (0.75m × 0.5m) to a depth ⅕th of the Pole Length with a PCC Base Plate of size 60 cm × 60 cm × 12 cm at the bottom, refilling as specified with hard ramming as directed. POLE LENGTH 9.75 Metres, Refilling with Hard Soil (Rates for more than 6 poles) (Irrg. Elect. SOR Sl No. 6.3 C. I. (a))

Supplying and erection of GI Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed. (Size: 100mm × 50mm × 6mm × 2200 mm) (Irrg. Elect. SOR Sl No.6.5.2.D)

Erection & Commissioning LT Whole Current Electronic Energy Meter including making necessary payment to APDCL for Meter Cabinet, Meter Security etc as reqd and as directed. (Irrg. Elect. SOR Sl No. 7.12)

Supplying and Erection of Metal oxide gapless Lightning Arrestor of following specification on MS Channel with Clamps,Nuts & Bolts including drilling of holes and making necessary connection with Line Conductors as directed. (Size: 9 KV,10 KA with polymer body) (Irrg. Elect. SOR Sl No. 7.1.D)

Supplying and Erection of 3-φ 11 kV Gang Operated Air Break Switch of following current ratings on existing Channels complete with Operating Pipe and Handle including making of necessary Electrical Connections as directed. 400 Amps (Irrg. Elect. SOR Sl No. 7.2.B)

Supplying and Erection of 3-φ 11 kV Drop Out Fuse Unit of following current ratings on existing Channels complete with Barrel Fuse and making of necessary Electrical Connections as directed. 400 Amps (Irrg. Elect. SOR Sl No. 7.3.B)

Supply & Erection of C.I. Earth Pipe 100 mm dia x 2.5 Metre long perpendicular to the ground including digging of Earth Pit, putting Salt and Charcoal in alternate layers surrounding the pipe as directed (Irrg. Elect. SOR Sl No. 7.9.1.B)

Supply & Erection of 8 SWG G.I. Earth Wire and Earthing of different Substation Items by connecting the existing Earth Pipes with G. I. Lugs as directed (Irrg. Elect. SOR Sl No. 7.9.2.B)

Providing security fencing around the S/S with GI chain link net,woven with 10 SWG wire with mesh 7.5cmx7.5cm to be erected on GI angle 40mmx40mmx5mm,with necessary C C grouting,with a fench height of 1.8 mtr,having a hinged door,fabricated with flat GI strip boundary and cross bracing,complete including supply of all materials excavation refilling etc as required and as directed (Irrg. Elect. SOR Sl No. 7.16)

Supplying including erection of powder coated LT Feeder Panel /Metering Panel for 100 kVA DTR of size (800mm × 1200mm × 400mm) made of 16 SWG CR sheet and 40mm × 40mm × 6mm MS angle having CR sheet roofing containing Cu Busbar and 1 no 200 A 415 V FP MCCB, (50kA) making necessary connection through copper cable complete as directed. (Irrg. Elect. SOR Sl No. 7.11.C)

Supply and Laying of Single Core PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor in existing open trench/ in air including fixing with necessary clamps etc. in wall/ pole/ other support including End Termination with Brass Compression Gland and Cable Lug as required and as directed (Size of Cable : Size of Cable : 70 Sq mm × 1 core(4 line)) (Irrg. Elect. SOR Sl No. 9.1.(A)(ii))

Erection of new transformer Supply including Erection of 4 Star ON-AN (Oil Natural, air Natural) Cooled Al/ CU-wound Distribution Transformer conforming to IS specifications 2026 (with latest amendments) with all standard accessories erected on double pole structure/ transformer pad including transportation and handling, loading and unloading etc,, securing it on existing Channel firmly with necessary clamps, nuts & bolts . as required, and making necessary connections on HV and LV sides as directed (Cost of DP structure /Pad extra ) (Irrg. Elect. SOR Sl No. 8.1.3.A) Capacity : 100 kVA, 11 kV/0.433 kV (4 Star Dyn) - Al wound A) Cost including Supply of Transformer

TESTING & COMMISSIONING OF TRANSFORMER: Testing and commissioning of the Substation alongwith obtaining necessary approval for charging from competent authority including payment of Inspection Fee, Arranging for Test Report etc. as required and as directed for following 100 kVA Capacity (Irrg. Elect. SOR Sl No. 8.2.2)

DOCUMENTATION : Liaisoning with APDCL, Forest Department, Electrical Inspectorate etc. right from start till Commissioning of the HT Line/Substation, Preparation of all necessary documents like Agreement and Affidavit required for new Power Connection, obtaining No Objection Certificate from Forest Department where necessary complete all arrangement for charging the Installation as required and as directed. (Irrg. Elect. SOR Sl No. 8.3)

LT Electrical Part Supplying & Erection of PSC Pole conforming to IS 1678 of Standard Dimension and of following lengths for overhead Electric Lines including digging of Earth Pit (0.75m × 0.5m) to a depth ⅕th of the Pole Length with a PCC Base Plate of size 60 cm × 60 cm × 12 cm at the bottom, refilling as specified with hard ramming as directed. POLE LENGTH 8.5 Metres. Refilling with Hard Soil (Irrg. Elect. SOR Sl No. 6.3.B.b)

Supplying & Erection of Swaged Type Steel Tubular Pole of following lengths and specifications for overhead Electric Lines with necessary Base Plate and Top Cap including digging of Earth Pit to a depth ⅕th of the Pole Length, refilling and necessary CC work (45cm x 45 cm) in 1:3:6 proportion from bottom upto 45 cm above the Ground Level with hard ramming including painting of the pole as directed (Steel Tubular Pole 410 SP60, 12m long (IS 2713-Part III 1980)) (Irrg. Elect. SOR Sl No. 6.4.E)

Supplying & Erection of PSC Pole conforming to IS 1678 of Standard Dimension and of following lengths for overhead Electric Lines including digging of Earth Pit (0.75m × 0.5m) to a depth ⅕th of the Pole Length with a PCC Base Plate of size 60 cm × 60 cm × 12 cm at the bottom, refilling as specified with hard ramming as directed. POLE LENGTH 9.75 Metres. Erected in 1:3:6 CC Foundation (0.45cm × 0.45cm) upto 30cm above GL (for less than 6 poles) (Irrg. Elect. SOR Sl No. 6.3.C.III. B)

Supplying, Laying and Erection of Conductors of following size and specification for Overhead Line, binding to Insulators and Tensioning with Uniform Standard Sag including Jumpering connection as directed (AAA Rabbit Conductor - 7/3.15 mm) (Irrg. Elect. SOR Sl No. 6.7.1.C)

Supplying and erection of MS Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with Clamps, Nuts & Bolts duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed Of Size 75mm × 40mm × 6mm × 500 mm (Irrg. Elect. SOR Sl No. 6.5.1.A)

Supplying and Erection of LT Pin Insulator 5 kN on Cross Arm along with GI Pin, GI Nuts & Bolts with washer including Drilling of Holes as directed (Irrg. Elect. SOR Sl No. 6.6.1)

Supplying and Erection of LT Shackle Insulator 5 kN on Cross Arm along with GI Pin, GI Nuts & Bolts with washer including Drilling of Holes as directed (Irrg. Elect. SOR Sl No. 6.6.2)

Supplying and Erection of LT Stay Set comprising of Stay Rod, 19mm dia × 1.8 m Anchor Plate, Bow, Thimble etc. including supply and erection of 7/12 SWG G I Stay Wire and LT Guy Insulator complete including digging of Earth Pit of size (0.9m × 0.9m)to a depth of 1.4 Metre, placing the Stay Rod with Plate, fixing thimble, bow etc. with Boulder packing (size 150mm to 200mm)and hard ramming to fill up half the pit and filling with hard soil packing upto the Ground Level as directed (Irrg. Elect. SOR Sl No. 6.5.8 (A))

Supply and Laying of 3(Three) Core PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor in existing open trench/ in air including fixing with necessary clamps etc. in wall/ pole/ other support including End Termination with Brass Compression Gland and Cable Lug as required and as directed. (Size of Cable : 35 mm2 × 3 Core ( Single Line)) (Irrg. Elect. SOR Sl No. 9.1 (B)(i))

Supplying & Erection of Pipe Earth Station including supply of all materials with G I Pipe of following size perforated all over the body with 12 mm dia hole at standard spacing with necessary reducing socket, locking arrangement with hinge cover plate, funnel G I Nuts & Bolts etc. with necessary enclosure on the top including excavation and refilling as required and as directed. (Earth Station with 40 mm dia x 4.5 Metre long G.I Pipe) (Irrg. Elect. SOR Sl No. 7.9.4.B)

MAIN LT PANEL BOARD

Supplying, installation, testing & commissioning of indoor type floor mounted, cubicle type compartmental, dust and vermin proof (as per IP-54) main LT Control Panel Board of following capacity combination and of given size, made out of 16 SWG CR Sheet and 40mmх40mmх6mm angle having four nos. of legs 400 mm long at the bottom, with folded and welded construction having dismantling doors at the back, surface chemically treated and Siemen's grey powder coated, containing Al. strip busbar having minimum current density of 1.2 Amp/mm2 R-Y-B-N colour coded with heat shrinkable insulating sleeves containing all incoming and outgoing electrical accessories as specified, neatly installed and internally wired with best quality multi-strand, PVC insulated Single core unsheathed, HRFR copper wire (switch gears above 100Amp rating to be connected to busbar through Aluminium strip of suitable size) having cable incoming & outgoing provision at the bottom through gland plates complete including necessary excavation of trench and C C Work as directed. (Irrg. Elect. SOR Sl No. 1.1.1(D)) Main LT Panel Board Suitable for operation of 4 х 20 HP Pumpset Size :2000 mm(B)х 1300 mm(H)х 400 mm(D)